Experimental Study of Dynamic Progressive Collapse in Flat-Plate Buildings Subjected to an Interior Column Removal

Author:

Peng Zhonghua1,Orton Sarah L.2ORCID,Liu Jinrong3,Tian Ying4

Affiliation:

1. Structural Engineer, Gilsanz Murray Steficek LLP, New York, NY 10001; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO 65211.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO 65211 (corresponding author). ORCID: .

3. Structural Engineer, Innova Technologies, Las Vegas, NV 89146; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Las Vegas, NV 89154.

4. Associate Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, NV 89154.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Dynamic behavior of reinforced concrete beams under varying rates of concentrated loading

2. Bearden S. 2015. “Dynamic capacity of isolated slab column specimens.” M.S. thesis Univ. of Missouri Columbia.

3. Tangential Strain Theory for Punching Failure of Flat Slabs

4. Static and dynamic response of reinforced concrete slab-column connections;Criswell M. E.;ACI Spec. Publ.,1974

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